AZIZAH, SEVYANA NUR (2026) ANALISIS KINERJA SIMPANG EMPAT TAK BERSINYALPADA PERSIMPANGAN PASAYANGAN MARTAPURA KABUPATEN BANJAR. Diploma thesis, universitas islam kalimantan MAB.
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Abstract
ABSTRAK Salah satu persimpangan yang sering terjadi Kemacetan di Kota Martapura adalah Simpang Empat Pasayangan, simpang ini berada pada daerah komersial dimana terdapat pondok pesantren, sekolah, dan juga pertokoan sehingga sering terjadi kemacetan khususnya pada jam puncak (sore hari). Maka dari latar belakang ini dilakukan analisis kondisi eksisting dan juga prediksi kapan kinerja simpang sudah tidak optimal. Tujuan penelitian ini yaitu untuk mengetahui kinerja simpang, kapan kinerja simpang sudah tidak optimal dan alternatif penanganan dari Simpang Empat Pasayangan. Metode yang digunakan pada penelitian ini mengacu pada Pedoman Kapasitas Jalan Indonesia 2023 (PKJI 2023) dan perhitungan menggunakan software Excel. Data yang digunakan pada penelitian ini yaitu data geometrik simpang, volume lalu lintas selama 8 jam pada hari Senin 28 April 2025, Jum’at, 2 Mei 2025, Sabtu, 3 Mei 2025, Minggu,4 Mei 2025 dan data kependudukan Kabupaten Banjar. Dari penelitian ini didapatkan jam puncak pada jam 17.00 – 18.00 WITA pada hari minggu. Dengan hasil Kondisi eksisting DJ = 0,76, TLL = 8,77, dan Pa = 23,39% - 46,79%, T = 12,9 detik/smp untuk hari minggu dengan tingkat pelayanan (B) baik . Karena kinerja simpang masih optimal maka dilakukan forecasting 5 dan 10 tahun yang akan datang. Untuk forecasting 5 tahun yang akan datang didapat DJ = 0,83, TLL = 10,00, dan Pa = 27,72% - 54,88%, dan T = 14,09 detik/smp dengan tingkat pelayanan (B) baik, kinerja simpang masih optimal sedangkan untuk 10 tahun akan datang kinerja simpang kurang optimal dengan hasil DJ = 0,91, TLL = 11,88, dan Pa = 33,22% - 65,53% dan T = 15,93 detik/smp dengan tingkat pelayanan (C) sedang. Dari hasil analisis yang diperoleh maka di sarankan agar pemerintah daerah melalui Dinas Perhubungan lebih proaktif dalam melakukan evaluasi kinerja simpang, khususnya pada jam-jam sibuk. Kata Kunci : Pedoman Kapasitas Jalan Indonesia (PKJI 2023), Forecasting, Indeks Tingkat Pelayanan, Kapasitas, Derajat Kejenuhan, Waktu Tundaan, Peluang Antrian. ABSTRACT One of the intersections that frequently experiences traffic congestion in Martapura City is the Pasayangan Four-Way Intersection. This intersection is located in a commercial area where there is an Islamic boarding school (pesantren), schools, and shops, which often causes traffic congestion, especially during peak hours (in the afternoon). Based on this background, an analysis of the existing conditions and a prediction of when the intersection's performance will become suboptimal was carried out.The aim of this study is to evaluate the performance of the intersection, determine when it becomes suboptimal, and propose alternative solutions for managing the Pasayangan Four-Way Intersection. The method used in this research refers to the 2023 Indonesian Highway Capacity Guidelines (PKJI 2023), and calculations were conducted using Microsoft Excel. The data used in this study includes geometric data of the intersection, 8-hour traffic volume data collected on Monday, April 28, 2025, Friday, May 2, 2025, Saturday, May 3, 2025, and Sunday, May 4, 2025, as well as population data of Banjar Regency. The study identified peak traffic hours on Sunday between 17:00 and 18:00 Central Indonesia Time (WITA). The results of the existing condition analysis show a degree of saturation (DJ) of 0.76, total delay (TLL) of 8.77 seconds, queue probability (Pa) between 23.39% and 46.79%, and average delay (T) of 12.9 seconds/pcu, with a Level of Service (LOS) B (good).Since the intersection is still operating optimally, a forecast for the next 5 and 10 years was conducted. The 5-year forecast shows a DJ of 0.83, TLL of 10.00 seconds, Pa between 27.72% and 54.88%, and T of 14.09 seconds/pcu, still maintaining a LOS B (good), indicating the intersection performance remains optimal. However, the 10-year forecast shows decreased performance, with DJ reaching 0.91, TLL of 11.88 seconds, Pa between 33.22% and 65.53%, and T of 15.93 seconds/pcu, resulting in a LOS C (moderate).Based on the analysis results, it is recommended that the local government, through the Department of Transportation, be more proactive in evaluating intersection performance, especially during peak hours. Keywords: Indonesian Road Capacity Manual (PKJI 2023), Forecasting, Level of Service Index, Capacity, Degree of Saturation, Delay Time, Queue Probability.
| Item Type: | Thesis (Diploma) |
|---|---|
| Uncontrolled Keywords: | Kata Kunci : Pedoman Kapasitas Jalan Indonesia (PKJI 2023), Forecasting, Indeks Tingkat Pelayanan, Kapasitas, Derajat Kejenuhan, Waktu Tundaan, Peluang Antrian. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering, Science and Mathematics > School of Civil Engineering and the Environment |
| Depositing User: | Sevyana Nur Azizah |
| Date Deposited: | 07 Apr 2026 05:20 |
| Last Modified: | 07 Apr 2026 05:20 |
| URI: | http://eprints.uniska-bjm.ac.id/id/eprint/34305 |
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